[26 Pa.B. 2102]
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Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, telephone (610) 832-6130.PA 0056855. Sewage, Pat Dantis, 216 Neiffer Road.
This application is for issuance of an NPDES permit to discharge treated sewage from a small flow sewage treatment plant serving single residence in Limerick Township, Montgomery County. This is new discharge to Mine Run.
The receiving stream is classified for warm water fish, trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gallons per day are as follows:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 10 20 Suspended Solids 20 40 Ammonia (as N) 20 40 Total Residual Chlorine monitor/report monitor/report Fecal Coliforms 200 colonies/100 ml as a geometric average pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0056871. Industrial waste, SmithKline Beecham Research Company, 1250 S. Collegeville Road, P. O. Box 5089, Collegeville, PA 19426.
This application is for issuance of an NPDES permit to discharge treated air conditioning condensate and untreated stormwater from SmithKline Beecham Research Company in Upper Providence Township, Montgomery County. This is a new discharge to Doe Run.
The receiving stream is classified for warm water fish, trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001 during nonstorm event, based on an average flow of 45,000 gpd are as follows:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Total Dissolved Solids monitor/report pH within limits of 6.0--9.0 standard units at all times The proposed effluent limits for Outfall 003 during nonstorm event, based on an average flow of 15,000 gpd are as follows:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Total Dissolved Solids monitor/report pH within limits of 6.0--9.0 standard units at all times The proposed effluent limits for Outfalls 001 through 009 during storm event are as follows:
Parameter Average
Annual (mg/l)Maximum
Daily (mg/l)CBOD5 monitor/report monitor/report COD monitor/report monitor/report Oil and Grease monitor/report monitor/report pH monitor/report monitor/report Total Suspended Solids monitor/report monitor/report Total Kjedahl Nitrogen monitor/report monitor/report Total Phosphorus monitor/report monitor/report Dissolved Iron monitor/report monitor/report Other Requirements:
1. Conditions for future permit modifications.
The EPA waiver is in effect.
PA 0056839. Industrial waste, Sun Company, Inc., 1801 Market Street, 10 Penn Center, Philadelphia, PA 19103.
This application is for issuance of an NPDES permit to discharge treated groundwater from a groundwater remediation system for Sunoco SS No. 0363-2783 in Radnor Township, Delaware County. This is a new discharge to Ithan Creek.
The receiving stream is classified for cold water fish, warm water fish, migratory fish, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 3,600 gpd are as follows:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Benzene 0.001 0.002 0.0025 Total BETX 0.1 0.2 0.25 Ethylbenzene monitor/report monitor/report Toluene monitor/report monitor/report Total Xylene monitor/report monitor/report pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0056821. Sewage, The Goddard School--Glen Mills, 20 Creek Road, Glen Mills, PA 19342.
This application is for issuance of an NPDES permit to discharge treated sewage from the Goddard School--Glen Mills in Thornbury Township, Delaware County. This is a new discharge to east branch of Chester Creek.
The receiving stream is classified for warm water fish, trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 2,500 gpd are as follows:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 Suspended Solids 30 60 Ammonia (as N) 20 40 Total Residual Chlorine 1.2 2.8 Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 2.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Oil and Gas Management, 230 Chestnut Street, Meadville, PA 16335, telephone (814) 332-6860.PA 0222011. Industrial waste, SIC: 1311 (Crude Oil Production). Big Sandy Oil Company, P. O. Box 269, Franklin, PA 16323.
This application is for a new NPDES permit to discharge treated industrial waste water to the Allegheny River in Cranberry Township, Venango County. This is a new discharge.
The receiving water is classified for the following uses: warm water fishery, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS and phenolics, the existing/proposed downstream potable water supply considered is the Emlenton Municipal Water Authority intake on the Allegheny River at Emlenton, approximately 39 miles below point of discharge.
The proposed discharge limits for Outfall No. 001, based on a maximum discharge rate of 0.00735 mgd are:
Parameter Average
Monthly (mg/l)Daily
MaximumInstantaneous
Maximum (mg/l)Flow (mgd) 0.00735 TSS 30 60 Oil and Grease 15 30 Total Iron 3.5 7 Alkalinity greater than acidity Acidity less than alkalinity pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0003026. Sewage. U. S. Bronze Foundry and Machine, Inc., R. D. 3, Brake Shoe Road, Meadville, PA 16335.
This application is a renewal of a Part I NPDES permit to discharge treated sewage to French Creek (002, 005), UNT to French Creek (003, 004) in Woodcock Township, Crawford County. This is an existing discharge.
The receiving water is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the General Authority of the City of Franklin on French Creek located at Franklin, approximately 23 miles below point of discharge.
The proposed effluent limits for Outfall No. 005 based on a design flow of .007 mgd are:
Parameter Average
Monthly (mg/l)Average
Weekly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 Total Suspended Solids 30 60 Phosphorus (as P) 2.0 4.0 Ammonia-Nitrogen (5-1 to 10-31) 14 28 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average Total Residual Chlorine .5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0034045. Sewage, Greene Township Municipality, 8899 Old Wattsburg Road, Erie, PA 16510.
This application is for renewal of an NPDES permit to discharge treated sanitary sewage from a subdivision to an unnamed tributary to Four Mile Creek in Greene Township, Erie County. This is an existing discharge.
The receiving water is classified for warm water and migratory fishery, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, there is no potable water supply to consider during the evaluation until Lake Erie.
The proposed effluent limits for Outfall 001 based on average design flow of 0.012 mgd are:
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly Maximum CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 4.5 9 (11-1 to 4-30) 13.5 27 Phosphorus as ''P'' 1.0 Dissolved Oxygen minimum of 3.0 mg/l at all times Total Residual Chlorine 0.5 1.2 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 9,000/100 ml as a geometric average pH 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0031461. Sewage, Thomas Mobile Home Park, Trask Road, P. O. Box 84, Waterford, PA 16441.
This application is for renewal of an NPDES permit to discharge treated sanitary sewage from a facility treating wastes from a mobile home park to an unnamed tributary to Trout Run in Waterford Township, Erie County. This is an existing discharge from a non-POTW.
The receiving water is classified for trout stocking fish and State-wide list. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply (PWS) considered during the evaluation is Cambridge Springs Borough on French Creek, located at Cambridge Springs approximately 22 miles downstream from the point of discharge.
The proposed effluent limits for Outfall 001 based on average design flow of 0.02 mgd are:
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly Maximum CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 4.5 9 (11-1 to 4-30) 13.5 27 Total Residual Chlorine 0.5 1.2 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average pH 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0037931. Sewage. Municipal Authority of the Township of Cambridge, R. D. 1, Box 53F, Cambridge Springs, PA 16403.
This application is a renewal of a Part I NPDES permit to discharge treated sewage to an unnamed tributary of French Creek in Cambridge Township, Crawford County. This is an existing discharge.
The receiving water is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the General Authority of the City of Franklin on French Creek located at Franklin, approximately 41 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 (after chlorine contact tank) based on a design flow of 0.015 mgd are:
Parameter Average
Monthly (mg/l)Average
Weekly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 40 50 Total Suspended Solids 30 45 60 Ammonia-Nitrogen (5-1 to 10-31) 2 4 (11-1 to 4-30) 6 12 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average Total Residual Chlorine .5 1.2 Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0222046. Sewage, Rodger B. Conklin and Marcia J. McCormack, 2398 West Washington Street, Bradford, PA 16701.
This application is for a new Part I NPDES permit to discharge treated sewage to unnamed tributary to Willow Creek in Corydon Township, McKean County. This is a new discharge.
The receiving water is classified for the following uses: high-quality cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Emlenton Water Company on the Allegheny River located at Emlenton.
The proposed discharge limits for Outfall No. 001 based on a design flow of .0004 mgd are:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average Total Residual Chlorine monitor and report on maintenance report form pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0002143. Industrial waste, SIC: 2621 and 2611. Willamette Industries, Inc., 3800 First Interstate Tower, Portland, Oregon 97201.
This application is for renewal of an NPDES permit to discharge treated industrial waste and Group 1 stormwater to the Clarion River and Riley Run in Johnsonburg, Elk County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Clarion River and Western PA Water Company located at Clarion, approximately 61 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 1.24 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report BOD5 25 50 63 Total Suspended Solids 30 60 75 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 002 (Interim) based on a design flow of 14 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report BOD5 31 63 78 Total Suspended Solids 51 106 128 2,3,7,8-TCDD 0.00000000011 0.00000000017 0.00000000017 Sulfide 1.0 2.0 2.5 Chloroform 0.022 0.033 0.055 Betz Magni-form 304P 0.61 0.95 1.5 Betz Bio-trol 88P 0.013 0.02 0.03
Temperature (Interim) Daily Average January monitor and report February monitor and report March monitor and report April 1--15 monitor and report April 16--30 monitor and report May 1--15 monitor and report May 16--31 monitor and report June 1--15 monitor and report June 16--30 monitor and report July monitor and report Aug. 1--15 monitor and report Aug. 16--31 monitor and report Sept. 1--15 monitor and report Sept. 16--31 monitor and report Oct. 1--15 monitor and report Oct. 16--31 monitor and report Nov. 1--15 monitor and report Nov. 16--30 monitor and report Dec. monitor and report pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 002 (Final) based on a design flow of 14 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report BOD5 31 63 78 Total Suspended Solids 51 106 128 2,3,7,8-TCDD 0.00000000011 0.00000000017 0.00000000017 Sulfide 1.0 2.0 2.5 Chloroform 0.022 0.033 0.055 Betz Magni-form 304P 0.61 0.95 1.5 Betz Bio-trol 88P 0.013 0.02 0.03
Temperature (Final) Daily Average January 1,197 February 654 March 1,446 April 1--15 6,772 April 16--30 2,338 May 1--15 2,178 May 16--31 5,295 June 1--15 2,238 June 16--30 3,907 July 3,641 Aug. 1--15 644 Aug. 16--31 1,184 Sept. 1--15 1,265 Sept. 16--31 575 Oct. 1--15 455 Oct. 16--31 455 Nov. 1--15 929 Nov. 16--30 516 Dec. 1,041 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 102 based on a design flow of N/A mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report BOD5 monitor and report COD monitor and report Oil and Grease monitor and report Total Suspended Solids monitor and report Color monitor and report pH monitor and report The proposed discharge limits for Outfall No. 004 based on a design flow of N/A mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report BOD5 monitor and report COD monitor and report Oil and Grease monitor and report Total Suspended Solids monitor and report Color monitor and report pH monitor and report The EPA waiver is not in effect.
Proposed NPDES Permit Renewal Actions for Minor Sewage Discharges
The following parties have applied to renew their current NPDES permits to allow the continued discharge of controlled wastewater into the surface waters of this Commonwealth. The Department of Environmental Protection (DEP) has made a tentative determination to renew these permits and proposes to issue them, subject to their current permit effluent limitations, and monitoring and reporting requirements, with appropriate and necessary updated requirements to reflect new or changed regulations and other requirements. The updates may include, but will not be limited to, applicable permit conditions and/or requirements addressing combined sewer overflows (CSOs), municipal sewage sludge management, and total residual chlorine control (TRC). Any major changes to or deviations from the terms of the existing permit will be documented and published with the final Department actions.
The EPA, Region III, Regional Administrator has waived the right to review or object to these proposed permit actions under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permits are invited to submit a statement to the Field Operations indicated as the office responsible, within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in the formulation of the final determinations regarding these applications and proposed permit actions. Comments should include the name, address and telephone number of the writer and a brief statement to inform the Field Office of the basis of the comment and the relevant facts upon which it is based. A public hearing may be held if the Field Office considers the public response significant.
Following the 30-day comment period, the Water Management Program Managers will make a final determination regarding the proposed permit action. Notice of this determination will be published in the Pennsylvania Bulletin, at which time this determination may be appealed to the Environmental Hearing Board.
The permit renewal application and related documents, proposed effluent limitations and special conditions, comments received and other information are on DEP's file. The documents may be inspected at, or a copy requested from, the Field Office that has been indicated above the application notice.
Southcentral Regional Office: Water Management Program, One Ararat Boulevard, Harrisburg, PA 17110, (717) 657-4590.
NPDES
No.Facility
Name and AddressCounty and
MunicipalityTributary
StreamNew Permit
RequirementsPA0080861 LaDeira, Inc.
Walmar Manor MHP
125 Walmar Manor
Dillsburg, PA 17019York
Franklin Twp.UNT North Branch
Bermudian CreekTRC
Fecal ColiformPA0083721 Jacob L. Miller, Jr.
Paradise MHP
R. D. 4, Box 4033
Spring Grove, PA 17362York
Paradise Twp.UNT to Beaver
CreekTRC PA0084255 Swatara Creek MHP
Audrey Estevez
2459 Grace Avenue
Lebanon, PA 17046Lebanon
Swatara Twp.UNT to Swatara
CreekTRC PA 0085430 Robin Hill Camping Res.
William/Veronica Reading
149 Robin Hill Road
Lenhartsville, PA 19534Berks
Greenwich Twp.UNT to Maiden
CreekTRC
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